Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Nov 2024
Closing Soon2 Dec 2024
Tender Amount₹ 6,62,81,865
Costs
EMD
₹ 13,25,637Document Cost
₹ 7,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMEG_137153_1Tender No
MG07III0204Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Earth work
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-
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(ii) Excavation in Hilly Areas in Soil by mechanical means
A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
13499.4
185
-
Construction of Embankment with Material Obtained from Roadway Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
6756.76
222
-
Metalling and Blacktopping
-
-
-
A.Granular Sub-base with Well Graded Material (Table 400.1)
Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE.
ii) For Grading II Material
3465
3337
-
2) Water Bound Macadam Sub-base/base
WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
1578.38
4509
-
3) WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
1578.38
4423
-
Prime Coat
ii) Medium porosity
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
21045
49
-
Tack Coat
(ii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
21045
16
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Mix Seal Surfacing
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
21045
292
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H P Culvert 3 (Three) Number
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-
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Excavation for Structures
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
422.22
363
-
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
15.3
8251
-
Bedding for Pipe
(i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
2.52
7963
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Laying GSB material below pipe
15.27
221
-
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Random Rubble Masonry
(i) In 1:3 cement mortar
81.07
7845
-
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
B) 1000 mm dia
18.75
8216
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
28.5
3495
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Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
11.25
3544
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Pointing with Cement Mortar (1:3) on brickwork as per technical specification Clause 613.3
2.07
135
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Painting Two Coats on New Concrete Surfaces
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
7.2
164
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Retaining Wall, Breast Wall and Guard Walls
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-
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Retaining Walls and Guard walls
Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604
751.05
7649
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Breast Walls Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604
171
23522
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Line Drain and Unline Drain
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-
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Construction of Hill Side Drain
Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1
I.Line Drain (C C Drain)
200
3065
-
II.Unline Drain
200
935
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Road furniture works
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-
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Providing and Fixing 'Logo' of PMGSY Project
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
(i) Logo Board at Starting
1
39819
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(ii) MIB
1
32839
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(iii) Citizen's Information Board
1
24986
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(iv) 5th km stone
1
6040
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(v) Ordinary km stone
6
3468
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(vi) 200 m stone
22
950
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(vii) 600 mm Equilateral Triangle
30
3190
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(viii) 600 mm circular
20
3654
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(ix) 900 mm side Octagon
4
4858
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(x) 600 mm Square
4
3934
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(xi) Retro-reflectorised Traffic Signs
6
6322
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(xii) Road marking
5.5
10400
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Good and Service Tax (18%)
0.18
-
-
Five Years Maintenance
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-
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Maintenance for 1st Year
5.5
102181
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Maintenance for 2nd Year
5.5
120181
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Maintenance for 3rd Year
5.5
279454
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Maintenance for 4th Year
5.5
338727
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Maintenance for 5th Year
5.5
448909
-
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